| 1 | 1 | Tightening of GI J or L hooks in AC sheet/ GI sheet roofing including removal of clotted bitumastic compound wherever necessary, arresting roof leakage by providing and applying bitumastic compound of approved brand and bitumen/ GI washers and other roof leaking arresting materials wherever required over J bolts including providing safety measures for the labourers to work at higher elevation viz., ropes etc., insurance coverage for labourers and hiring of required T&P etc complete. | BI01010001010000000000000515BI0100001113 | 4000 | Each |
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| 2 | 2 | Providing and Laying tarfelt/ plastic felt/ bitumen felt sheet with Shalibond CS over AC sheet roofing wherever necessary including providing and applying Shalibond CS & Bitumen felt :Type 3 grade 1 of approved brand wherever required over roof including providing necessary safety measures for the labourers to work at higher elevation, ropes etc., insurance coverage for labourers and hiring of requiring T&P etc complete. | BI01010001010000000000000515BI0100001114 | 240 | sqm |
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| 3 | 3 | Cleaning of Storm water drains in all depths and width 0.60m to 1.00m including removal of debris/ rubbish and disposal of the same in all leads and lifts filling in low lying areas and levelling complete in the depot premises as directed by the Engineer-in-charge and the drain to be kept clean during the period of monsoon. | BI01010001010000000000000515BI0100001115 | 900 | mtr |
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| 4 | 4 | Cleaning of Service drains around godowns in all depths and width 0.30m including removal of debris/ rubbish and disposal of the same in all leads and lifts filling in low lying areas and levelling complete in the depot premises as directed by the Engineer-in-charge and the drain to be kept clean during the period of monsoon. | BI01010001010000000000000515BI0100001116 | 300 | mtr |
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| 5 | 5 | Servicing to the rolling shutters including cleaning the side guides , springs and shaft etc., with kerosene oil, providing and applying fresh grease, applying tension to the springs replacing damaged parts and welding locking plates stoppers etc., wherever necessary etc complete as directed by the Engineer -in- Charge(Rolling shutters parts, laths, springs etc.. will be supplied at free of cost ) | BI01010001010000000000000515BI0100001117 | 132 | Each |
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| 6 | 6 | Providing and fixing rolling shutter springs of 27.5 cm long wire spring grade no.2 for rolling shutters including labour charges etc. complete as directed by Engineer-in-charge.\n | BI01010001010000000000000515BI0100001118 | 8 | Each |
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| 7 | 7 | Supplying at site rolling shutter made of 80x1.25mm machine rolled lathes/ bottom plates arrangement for inside and outside locking with push and pull operation etc.complete of required thickness etc. for rolling shutters. | BI01010001010000000000000515BI0100001119 | 6 | sqm |
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| 8 | 8 | Supplying at site ball bearing for rolling shutters as directed by Engineering-in-charge.\n | BI01010001010000000000000515BI0100001120 | 10 | Each |
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| 9 | 9 | Supply of shaft of approved quality for rolling shutters of all sizes 40mm diaM.S pipes including loading, unloading transportation at site and inclusive of all taxes etc. for complete. | BI01010001010000000000000515BI0100001121 | 6 | Each |
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| 10 | 10 | Providing and replacing 6 mm thick corrugated AC sheets in roofing including dismantling broken AC sheet upto any pitch and fixing with polymer coated J or L hooks bolts and nuts 8 mm dia GI plain and bitumen washers etc. complete as per directions of Engineer-in-charge (excluding the cost of purlins, rafters and trusses) including cutting sheets to size and shape wherever required. | BI01010001010000000000000515BI0100001122 | 96 | sqm |
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| 11 | 11 | Supply of services of semi-skilled labour like carpenter, sewer man, plumber etc. on daily rate basis for day-to-day maintenance atleast weekly once as per direction of Engineer-in-charge.\n | BI01010001010000000000000515BI0100001123 | 15 | Each |
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| 12 | 12 | Supply of services of labour like beldar, coolie, helper etc. on daily rate basis for day-to-day maintenance atleast weekly once as per direction of Engineer-in-charge.\n | BI01010001010000000000000515BI0100001124 | 30 | Each |
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| 13 | 13 | Tightening of Self drilling / Self tapping Screws in GI Profile sheet roofing including fixing of missing Screws, arresting roof leakage by providing GI washers/EPDM seal and filling the gap by providing weather silicon sealant over Self drilling / Self tapping Screws including providing safety measures for the labourers to work at higher elevation viz., ropes etc., insurance coverage for labourers and hiring of required T&P etc complete. | BI01010001010000000000000515BI0100001125 | 1360 | Each |
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| 14 | 14 | Renewing glass panes and refixing existing wooden fillets: Float glass panes of thickness 4 mm . | BI01010001010000000000000515BI0100001126 | 4 | Sqm |
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| 15 | 15 | Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : Bituminous road | BI01010001010000000000000515BI0100001127 | 22.5 | sqm |
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| 16 | 16 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone\naggregate 40 mm nominal size) in pavements, laid to required slope\nand camber in panels as required including consolidation finishing\nand tamping complete. | BI01010001010000000000000515BI0100001128 | 4.5 | cum |
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| 17 | 17 | Providing and fixing tiled false ceiling of specified materials of size 595x595 mm in true horizontal level, suspended on inter locking metal grid of hot dipped galvanized steel sections ( galvanized @ 120 grams/ sqm, both side inclusive) consisting of main \"T\" runner with suitably spaced joints to get required length and of size 24x38 mm made from 0.30 mm thick (minimum) sheet, spaced at 1200 mm center to center and cross \"T\" of size 24x25 mm made of 0.30 mm thick (minimum) sheet, 1200 mm long spaced between main \"T\" at 600 mm center to center to form a grid of 1200x600 mm and secondary cross \"T\" of length 600 mm and size 24x25 mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600 mm panel to form grids of 600x600 mm and wall angle of size 24x24x0.3 mm and laying false ceiling tiles of approved texture in the grid including, required cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main \"T\" runners to be suspended from ceiling using GI slotted cleats of size 27 x 37 x 25 x1.6 mm fixed to ceiling with 12.5 mm dia and 50 mm long dash fasteners, 4 mm GI adjustable rods with galvanised butterfly level clips of size 85 x 30 x 0.8 mm spaced at 1200 mm center to center along main T, bottom exposed width of 24 mm of all T-sections shall be pre-painted with polyester paint, all complete for all heights as per specifications, drawings and as directed by Engineer-in-charge. | BI01010001010000000000000515BI0100001129 | 36 | Sqm |
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| 18 | 18 | Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37 mm, at 1200 mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5 mm dia x 50 mm long with 6 mm dia bolts, other flange of cleat fixed to the angle hangers of 25x10x0.50 mm of required length with nuts & bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x0.9 mm running at the spacing of 1200 mm centre to centre, to which the ceiling section 0.5 mm thick bottom wedge of 80 mm with tapered flanges of 26 mm each having lips of 10.5 mm, at 450 mm centre to centre, shall be fixed in a direction perpendicular to G.I. intermediate channel with connecting clips made out of 2.64 mm dia x 230 mm long G.I. wire at every junction, including fixing perimeter channels 0.5 mm thick 27 mm high having flanges of 20 mm and 30 mm long, the perimeter of ceiling fixed to wall/partition with the help of rawl plugs at 450 mm centre, with 25mm long dry wall screws @ 230 mm interval, including fixing of gypsum board to ceiling section and perimeter channel with the help of dry wall screws of size 3.5 x 25 mm at 230 mm c/c, including jointing and finishing to a flush finish of tapered and square edges of the board with recommended jointing compound , jointing tapes , finishing with jointing compound in 3 layers covering upto 150 mm on both sides of joint and two coats of primer suitable for board, all as per manufacturer's specification and also including the cost of making openings for light fittings, grills, diffusers, cutouts made with frame of perimeter channels suitably fixed, all complete as per drawings, specification and direction of the Engineer in Charge but excluding the cost of painting with : 12.5 mm thick tapered edge gypsum plain board conforming to IS: 2095- (Part I) : 2011 (Board with BIS certification marks) | BI01010001010000000000000515BI0100001130 | 5.04 | Sqm |
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| 19 | 19 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m\nabove ground level and removal of rubbish up to a distance of 50 m\noutside the periphery of the area cleared. | BI01010001010000000000000515BI0100001131 | 1560 | Sqm |
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| 20 | 20 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 3.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001132 | 6 | Cum |
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| 21 | 21 | 15 mm cement plaster on rough side of single or half brick wall of mix : 1:6 (1 cement: 6 coarse sand) | BI01010001010000000000000515BI0100001133 | 71 | Sqm |
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| 22 | 22 | Re-lettering with black Japan paint of approved brand and manufacture. | BI01010001010000000000000515BI0100001134 | 3000 | Per Letter Per Cm Height |
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| 23 | 23 | Painting (one or more coats) with black Japan paint of approved brand and manufacture to give an even shade. | BI01010001010000000000000515BI0100001135 | 80 | Sqm |
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| 24 | 24 | Cleaning of terrace/loft water storage tank (inside surface area) upto 2000 litre capacity at all heights with coconut brushes, duster etc., removal of silt, rubbish from the tank and cleaning the tank with fresh water disinfecting with bleaching powder @ 0.5gm per litre capacity of tank, including marking the date of cleaning on the side of tank body with the help of stencil and paint and disposing of malba, all complete as per direction of Engineer-in-Charge. (The old date already written on tank should be removed with paint remover or black paint and if date is not written with the stencil or old date is not removed deduction will be made @ Rs. 0.10 per litre if during cleaning any GI fittings or ball cock is damaged that is to be repaired by contractor at his own cost and nothing extra will be paid on this account) . | BI01010001010000000000000515BI0100001136 | 2000 | litre |
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| 25 | 25 | Removing the existing ballast along with accumulated mud for a depth 30 cm and screening the same through wire mesh and stacking the cleaned ballast and disposal of rubbish material with all lead and lift as directed by the Engineering- in charge. | BI01010001010000000000000515BI0100001137 | 21.6 | Cum |
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| 26 | 26 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads& lifts, all complete as per direction of Engineer -in-charge. | BI01010001010000000000000515BI0100001138 | 4.32 | Cum |
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| 27 | 27 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @10.76 litre/ 10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of 3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per the direction of Engineer-in-Charge. | BI01010001010000000000000515BI0100001139 | 50 | Sqm |
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| 28 | 28 | Supply, Installation, Testing and commissioning of turbo ventilators size 22\" of stainless steel 430 grade having approximate weight 4.85 Kg. The ventilator should have air absorption of 7 km/hr, 2440 CFM with blade length 369 m, wings of 80mm, outer wings: 22\"-24 nos, inner wings 22\"-6nos, with self lubricating ball bearings etc., complete as per manufacturer's specifications and as per directions of Engineer-in-charge. | BI01010001010000000000000515BI0100001140 | 1 | each |
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| 29 | 29 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. | BI01010001010000000000000515BI0100001141 | 156 | cum |
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| 30 | 30 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge. With cement mortar 1:4 (1cement: 4 coarse sand). | BI01010001010000000000000515BI0100001142 | 30 | Sqm |
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| 31 | 31 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work. | BI01010001010000000000000515BI0100001143 | 60 | Sqm |
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| 32 | 32 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | BI01010001010000000000000515BI0100001144 | 9.25 | Cum |
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| 33 | 33 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded\nstone aggregate) finished with a floating coat of neat cement, including\ncement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate | BI01010001010000000000000515BI0100001145 | 92.5 | sqm |
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| 34 | 34 | Providing and fixing glass strips in joints of terrazzo/ cement concrete floors. 40 mm wide and 4 mm thick. | BI01010001010000000000000515BI0100001146 | 9.25 | Metre |
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| 35 | 35 | Providing and fixing brass bib cock of approved quality :20 mm nominal bore | BI01010001010000000000000515BI0100001147 | 15 | each |
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| 36 | 36 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :1:2:4 (1 Cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | BI01010001010000000000000515BI0100001148 | 4.3 | cum |
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| 37 | 37 | Providing and fixing double scaffolding system (cup lock type) on\nthe exterior side of building/structure, upto 25 metre height, above\nground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and/ or pointing and/ or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-charge. Note:- (1) The elevational area of the scaffolding shall be measured for payment purpose. (2) The payment will be made once only for execution of all items for such works. | BI01010001010000000000000515BI0100001149 | 48.45 | sqm |
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| 38 | 38 | Centering and shuttering including strutting, propping etc. and removal of form work for : Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.. | BI01010001010000000000000515BI0100001150 | 50 | sqm |
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| 39 | 39 | Deduct towards cost of salvage value of dismantled materials received from specified items which shall be issued to contractor and shall be cleared by the cotractor from the site of work with all leads and lifts complete as directed by the EIC as is where is basis | BI01010001010000000000000515BI0100001156 | | |
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| 40 | 39.01 | Damaged rolling shutter spring, ball bearing, shaft pipe etc. | BI01010001010000000000000515BI0100001157 | 75 | Kg |
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| 41 | 39.02 | old/damaged AC sheets | BI01010001010000000000000515BI0100001158 | 144 | sqm |
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